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total station travers and software processing report

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surveyor-mohammed
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# 2D Job with Multi-Loop Traverses

C AR214 3382009.9032 706062.3343 ! ! 'CTRL
C KBRBM03 3381799.8700 706350.0200 * * 'CTRL

B AR214-KBRBM03 S53-52-03.33E !

M AR214-KBRBM03-KBRBM03 00-00-00 356.198
M AR214-KBRBM03-N4 18-34-12 230.200
M AR214-KBRBM03-AR216 270-58-56 259.177

M N4-AR214-AR214 00-00-00 230.201
M N4-AR214-AR215 229-02-53 178.192
M N4-AR214-AR216 310-09-30 338.787

M AR215-N4-N4 00-00-00 178.196
M AR215-N4-AR216 290-35-49 357.58
M AR215-N4-AR214 332-8-53 372.172

M AR216-AR215-AR215 00-00-00 357.582
M AR216-AR215-AR214 287-45-28 259.177
M AR216-AR215-N4 330-30-23 338.785

 

 

 

Where is the problem? :(( 


 
Posted : July 22, 2025 1:41 pm
lurker
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Posted by: @surveyor-mohammed

M AR214-KBRBM03-N4 18-34-12 230.200

Line 9 which is the above data can't be an angle of 18 degrees if the graphic in cad is correct. It looks like you have entered bad data for that angle right.

 


 
Posted : July 22, 2025 8:09 pm
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surveyor-mohammed
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Posted by: @lurker

Posted by: @surveyor-mohammed

M AR214-KBRBM03-N4 18-34-12 230.200

Line 9 which is the above data can't be an angle of 18 degrees if the graphic in cad is correct. It looks like you have entered bad data for that angle right.

 

 

 

OOH!! that's lack of foucs! i thought some settings inthe  software

Thank you so much sir! 

 

 

 


 
Posted : July 23, 2025 1:04 am
GaryG
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Dont forget to look at the adjusted data in the listing. Even though it failed you can look at the listing and see where the most adjustments taking place; mark that data line out with a  # in the .dat file and re-run to see what happens. 

Since @lurker identifed the input mistake I ran the adjustment with the data included but added my own standard errror for that one input line: 

M AR214-KBRBM03-N4 18-34-12 230.200 600000 & 

The 600000 and & symbol tell starnet to let the angle float by 600000 seconds but to use the standard error for the distance. Here is the line from the results

At From To               Angle             Residual         Distance StdErr       StdRes

AR214 KBRBM03 N4 183-34-18.41 165-00-06.41 59.5732 600000.00 1.0

While you would not, in real life let an angle float by 167°, this is just an example of whats available to you when you learn the nuances of the software. You could for example let an angle that was difficult to turn float, say 10" instead of 2" .


 
Posted : July 23, 2025 6:37 am
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surveyor-mohammed
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Posted by: @gary_g

Dont forget to look at the adjusted data in the listing. Even though it failed you can look at the listing and see where the most adjustments taking place; mark that data line out with a  # in the .dat file and re-run to see what happens. 

Since @lurker identifed the input mistake I ran the adjustment with the data included but added my own standard errror for that one input line: 

M AR214-KBRBM03-N4 18-34-12 230.200 600000 & 

The 600000 and & symbol tell starnet to let the angle float by 600000 seconds but to use the standard error for the distance. Here is the line from the results

At From To               Angle             Residual         Distance StdErr       StdRes

AR214 KBRBM03 N4 183-34-18.41 165-00-06.41 59.5732 600000.00 1.0

While you would not, in real life let an angle float by 167°, this is just an example of whats available to you when you learn the nuances of the software. You could for example let an angle that was difficult to turn float, say 10" instead of 2" .

 

Hi Mr Gary

That's valuable point, thanks!

after the editing as the @lurker mentioned 

i got this results: 

 


 
Posted : July 23, 2025 7:42 am
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